physical science / classwork september 8 – 11, 2015

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Physical Science / CLASSWORK September 8 – 11, 2015

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Page 1: Physical Science / CLASSWORK September 8 – 11, 2015

Physical Science / CLASSWORK

September 8 – 11, 2015

Page 2: Physical Science / CLASSWORK September 8 – 11, 2015

Started: 9/8/15 CLASSWORK

In CORNELL note style, copy the six vocabulary terms and definitions from NOS 21 to Activity #6

• VARIABLE

• INDEPENDENT VARIABLE

• DEPENDENT VARIABLE

• CONSTANTS

• EXPERIMENTAL GROUP

• CONTROL GROUP

Page 3: Physical Science / CLASSWORK September 8 – 11, 2015

Activity #6 continuedTypes of Bridges: Simple Beam Bridge

• Simple Beam Bridge: This is the simplest type of bridge. It has one horizontal beam across two supports. The biggest disadvantages of a beam bridge is that it tends to sag in the middle if it is too long or if the load is too heavy. Of interconnected, triangular trusses to strengthen it.

Page 4: Physical Science / CLASSWORK September 8 – 11, 2015

Activity #6 continuedTypes of Bridges: Truss Bridge

• Truss Bridge: This type of bridge is supported at its ends, by an assembly of interconnected triangular trusses to strengthen it. A truss bridge is designed with straight beams and trusses connected to vertical supports that come together at structures known as plates. Where the truss structure connects to the roadway portion of the bridge at a gusset plate is called a node .

Page 5: Physical Science / CLASSWORK September 8 – 11, 2015
Page 6: Physical Science / CLASSWORK September 8 – 11, 2015

Activity #6 ContinuedBridge Failure Observations see NOS27

• The bridge had been deemed “structurally deficient” more than a decade prior to the collapse.

• According to computer modeling analysis of the bridge, it was not overloaded at the time of collapse.

• Analysis revealed that Node-Gusset Plate U10 was less than half the thickness required for the estimated bridge load capacity.

• It is unknown if the problems with the gusset plates came about during the design process or the actual construction of the bridge.

Page 7: Physical Science / CLASSWORK September 8 – 11, 2015

Activity #6 Case Study AnalysisJigsaw Reading Activity 9/9/15

After you have been assigned a group and section of the text;

1.Take your INB, a writing instrument, and your textbook to a lab station with your assigned group.

2.Individually read the section you were assigned.

3.Analyze and discuss the most important information gathered in your assigned section as a group.

4.Summarize the most important information in your INB.

5.Present your group’s findings to the rest of the students in class.

Page 8: Physical Science / CLASSWORK September 8 – 11, 2015

Activity 6 continuedSummary Requirements (See NOS 23 - 27)

Be sure to answer these questions in your summary.

• What factors caused the bridge to fail? (What did you conclude?)

• Was the original bridge design faulty? (Explain)

• Were bridge maintenance and repair poor or lacking? (Explain)

• Was there too much weight on the bridge? (How do you know?)

• Was the collapse a combination of weight and design flaws? (If so, explain the effect they had on the bridge that led to the collapse)

Page 9: Physical Science / CLASSWORK September 8 – 11, 2015

Activity #7Minneapolis Bridge Collapse

• EQ: What was the sequence of events during the investigation to find the cause of the bridge collapse?

• Create a flow map using the information found on NOS 23 – NOS 27

• One box for each of the 9 sections on NOS 23-27

Page 10: Physical Science / CLASSWORK September 8 – 11, 2015

New Minneapolis Bridge I35 W Bridge Replacement

Page 11: Physical Science / CLASSWORK September 8 – 11, 2015
Page 12: Physical Science / CLASSWORK September 8 – 11, 2015
Page 13: Physical Science / CLASSWORK September 8 – 11, 2015

New I35W Minneapolis Bridge at Night

Page 14: Physical Science / CLASSWORK September 8 – 11, 2015

ONLINE TEXTBOOKPhysical Science

•http://connected.mcgraw-hill.com

•User name: MIRETL

•Password: miret941